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东中国海海浪数值模式的研究 被引量:14

Study of wave numerical model in East China Sea
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摘要 为建立适应东中国海的海浪数值模式,主要基于目前广泛使用的WAVEWATCH ⅡⅠ海浪数值模式进行东中国海海域的海浪数值模拟。以NCEP和NCEP与QSCTAT的混合风场资料为输入,模拟了两个时间段的东中国海海域的海面风浪场。选取的两个有实测资料的输出点分别在渤海和东海。从所得结果来看,使用NCEP与QSCAT混合风场模拟的东海观测点处的波高和风场的观测值和模拟值符合的较好;利用1998年相应时间段的NCEP风场模拟的上述两点结果与实测比较也是可以接受的。研究结果说明,在目前情况下,运用NCEP与QSCAT混合风场建立统一的东中国海海浪数值预报模式是可行的,同时为东中国海波气候学研究及海洋大气耦合作用研究奠定了模式基础。 In this paper we used WAVEWATCH Ⅲ wave model in the East China Sea to set up a proper numerical wave model. We implemented wind field from single NCEP (National Centers for Environmental Prediction) , and combined NCEP and QSCAT wind field in computational domain to simulate wind wave field for two time ranges in East China Sea. The observation spots were distributed in Bohai Sea and the East China Sea, and the WAVEWAICH Ⅲ gave out corresponding output between two points. The results showed that the wave height from the blended field agreed quite well with the obseruations, and also an agreement was shown between the results from NCEP simulation in corresponding time range of 1998 and the measurements of the year. This study indicates that it is,var practical to set up a proper numerical wave model in the East China Sea and lay a model foundation for researchers to study wave climate and coupled sea and atmosphere in the East China Sea.
出处 《海洋科学》 CAS CSCD 北大核心 2005年第6期42-47,共6页 Marine Sciences
基金 国家十五攻关课题(2001BA603B-02)国家杰青海外合作研究基金项目(40428001)
关键词 WWATCH模式 有效波高 东中国海 浮标资料 WWATCH model significant wave height the East China Sea buoy
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参考文献6

  • 1齐义泉,朱伯承,施平,毛庆文,范辰五.WWATCH模式模拟南海海浪场的结果分析[J].海洋学报,2003,25(4):1-9. 被引量:65
  • 2Johnson H K,Kofoed-Hansen H.Influence of bottom friction on sea surface roughness and its impact on shallow water wind ave modeling[J].Journal of Physical Oceanography,2000,30(7):1743-1756.
  • 3Longuet-Higgins M S,Stewart R W.The changes inmpli-tude of short gravity waves on steady non-uniform currents[J].J Fluid Mech,1961,10:529-549.
  • 4Longuet-Higgins M S and Stewart R W. Radiation stress and rmss transport in gravitywaves, with application to‘surf-beats’ [J]. J Fluid Meeh, 1962, 10: 529-549.
  • 5Ehitham G B. A general approach to linear and non-linear dispersive waves usirg a Lagrangian[J] . J Fluid Meell,1965, 22: 273-283.
  • 6Bretherthon F P, Garrett C J R. Wave trains inhomogeneous moving media[J]. Proc Roy Soc London, 1968,A302: 529- 554..

二级参考文献13

  • 1KOMEN G J, CAVALERI M, DONELAN M, et al. Dynamics and Modelling of Ocean Waves[M]. New York:Cambridge Univ Press, 1994. 532.
  • 2BOOIJ N, RIS R C, HOLTHUISEN L H. A third-generation wave model for coastal regions. Part Ⅰ. Model description and validation[J]. J Geophys Res, 1999, 104(c4) : 7 649--7 666.
  • 3HENDRIK L Tolman. User manual and system documentation of WAVEWATCH - Ⅲ version 1.18. Technical Note. 1999. 110.
  • 4TOLMAN H L, BOOIJ N. Modeling wind waves using wavenumber-direction spectra and a variable wavenumber grid[J ].Global Atmosphere and Ocean System, 1998, 6: 295--309.
  • 5LONGUET-HIGGINS M S, STEWART R W. The changes in amplitude of short gravity waves on steady non-uniform currents[J].J Fluid Mech. 1961. 10: 529--549.
  • 6WHITHAM G B. A general approach to linear and non-linear dispersive waves using a Lagrangian[J]. J Fluid Mech, 1965, 22 : 273--283.
  • 7BRETHERTHON F P, GARRETT C J R. Wave trains in inhomogeneous moving media[J]. Proc Roy Soc London, 1968,A302: 529--554.
  • 8SHEMDIN O,HASSELMANN K. HSIAO S V ,et al. Nonlinear and linear bottom interaction effects in shallow water[A]. In :Turbulent Fluxes Through the Sea Surface, Wave Dynamics and Prediction[C]. NATO Conf. Sex. V, Vol. 1. 1978. 347--365.
  • 9TOLMAN H L, CHALIKOV D V. Source terms in a third- generation wind wave model[J]. J Phys Oceaogr, 1996, 26: 2 497--2 518.
  • 10CHALIKOV D V. The parameterization of the wave boundary layer[J]. J Phys Oceanogr, 1995, 25:1 333--1 349.

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